Proposed Redevelopment of Anand Vihar Railway Station, Anand Vihar, East Delhi CONCEPTUAL PLAN

Proposed Redevelopment of Anand Vihar Railway Station, Anand Vihar, East Delhi CONCEPTUAL PLAN 1. INTRODUCTION Proposed project is for "Redevelopment of Anand Vihar Railway Station by Indian Railway Station Development Corporation Limited, as a part of the continuous process of augmenting and improving amenities keeping in view the World Class planning and targeting the year 2038. Indian Railways have identified five major railway stations to be developed to World Class standards, Anand Vihar Railway Station in East Delhi being one of them. Anand Vihar Railway Station is going to be a big multi modal transit hub with the following 5 modes of transport culminating at a single location: 1. Indian Railways Station 2. Existing Delhi Metro Phase I station 3. Anand Vihar ISBT 4. Proposed Delhi Metro Phase III station 5. Proposed Delhi Meerut high speed Regional Rail Transit Corridor station. The station has been planned for development in two phases. The horizon year for Phase -1 is 2025 and that for Phase - 2 is 2038. At present, the station is serving 76,100 passengers per day which includes both long distance passengers as well as commuter passengers. In the proposed phase I development, the number of platforms are proposed be increased to seven in total and the terminal will have a capacity to handle over three lakh passengers and as many as 270 trains daily and a new Passenger Reservation system (PRS) with world class facility. Also, Anand Vihar makeover involves linking of this terminal with the original Anand Vihar station (Station code: ANVR) which is a roadside station comprising two platforms serviced by only sub-urban trains. The total area available for the site development is 5,68,145.00 m 2 (56.8 ha). The constraints such as retaining of existing structure and yard have been considered while developing the concept. The built up area is 4, 69,017.00 m 2. The development will be as per the master plan of Delhi. The Project is designated under Category B and falls under Item 8(b) (Township and Area Development) of the Environmental Impact Assessment (EIA) Notification of September 14 th, 2006 and its amendments. 2. SITE SURROUNDING & CONNECTIVITY The proposed project site is connected to Noida, Ghaziabad and other NCR regions. It is surrounded by Patparganj, I.P. Extension, Dilshad Garden, Kaushamnbi, etc. residential areas Consultant-Ascenso Enviro Pvt. Ltd. Page 1 of 19

Proposed Redevelopment of Anand Vihar Railway Station, Anand Vihar, East Delhi within 5km radius area of the proposed project site. Site surroundings and Connectivity details of the proposed project are given in Table-1. Table-1: Site Surroundings and Connectivity Details S. No. Connectivity & Site Surroundings Description Distance and Direction 1. Nearest Railway Station Anand Vihar railway station The project itself 2. Nearest Metro Station Anand Vihar Metro Station Approx.170 m, E 3. Nearest Airport Hindan Air Force Airbase Approx. 6.0 km, NE Indira Gandhi International Airport Approx. 24 km, SW Arya Nagar Approx. 100 m, W 4. Nearest Residential Madhu Vihar Approx. 150 m, S Area Jaipuria Enclave Approx. 90 m, E JJ Colony Approx. 110 m, N 5. State Boundary Delhi -UP state border Delhi-Haryana border Adjacent, E Approx.15.50 km, S 6. Nearest Highway NH-58 Approx.9.50 km, ENE and Roads NH-24 NH-91 Approx.2 km, SE Approx.10 km, ENE 7. River Yamuna River Approx. 4 km, W Government Sarvodaya Co Education Approx. 0.05 km, NNW 8. Nearest School Senior Secondary School Vivekanand School Approx. 0.35 km,nnw 9. Nearest Hospital Shanti Mukund Hospital approx. 0.5 km, NNW Arya Marriage approx. 1.60km, WSW 10. Places of worship Shivkala Temple approx. 2.5 km, NNW 11. Forest Nil Nil 12 Sanctuaries Okhla Bird Sanctuary approx. 8 km, S Source: Google Earth A Google Map of 500m buffer map showing the surrounding area of the proposed project is shown in Figure-1. The topographical map showing the surrounding area within 10 km radius is shown in the Figure-2 and topographical map showing the eco-sensitive area within 15 km radius is shown in the Figure-3. Consultant-Ascenso Enviro Pvt. Ltd. Page 2 of 19

Proposed Redevelopment of Anand Vihar Railway Station, Anand Vihar, East Delhi Figure-1: Google Map of 500m radius showing surroundingss of the area Consultant-Ascenso Enviro Pvt. Ltd. Page 3 of 19

Proposed Redevelopment of Anand Vihar Railway Station, Anand Vihar, East Delhi Source: Survey of India Figure-2: Topographical map (Survey of India) of 10km radius showing surrounding area Consultant-Ascenso Enviro Pvt. Ltd. Page 4 of 19

Proposed Redevelopment of Anand Vihar Railway Station, Anand Vihar, East Delhi Source: Survey of India Figure-3: Topographical map (Survey of India) of 15km radius showing Eco-sensitive area Consultant-Ascenso Enviro Pvt. Ltd. Page 5 of 19

3. PROJECT LOCATION AND DESCRIPTION Indian Railway Station Development Corporation Limited is going for Redevelopment of Anand Vihar Railway Station on the total land area measuring 5,68,145 sq.m. The coordinates of the project boundary along with the centre of the project site is given below in the Table-2. Table-2: Coordinates of the Project Boundary Latitude Longitude Centre of the Plot 28 38'43.30"N 77 18'38.30"E Corner-I 28 39'13.73"N 77 19'8.89"E Corner-II 28 38'27.73"N 77 18'10.53"E Corner-III 28 38'19.86"N 77 18'16.88"E Corner-IV 28 38'57.63"N 77 19'4.55"E The project envisages redevelopment of Anand Vihar Railway Station in form of construction / redevelopment of Main station building with construction of facilities like Hotel, Station Retail and Commercial Office. The parking shall be provisioned in basement and 34,000 m 2 is to be developed / maintained as garden and lawns. The area details are given in Table-3. Table-3: Detailed Area Statement S. No. Particulars Area in Sq.m. 1 Total Plot Area 5,68,145.00 2 Permissible FAR @ 1 of plot area 5,68,145.00 Proposed FAR@0.47 of Plot area 2,66,771.00 3 Commercial 1,70,010.00 Station and other building 50,395.00 Platforms existing + new 46,366.00 Total Basement Area 2,02,246.00 Hotel 19,488.00 4 Station Retail 70,656.00 Office 1,02,336.00 Passenger & Operations 9,766.00 5 Built Up Area (Proposed FAR + Basement) 4,69,017.00 Landscape Area Proposed @ 6% of plot area 34,000.00 6 Lawns/Garden 15,467.00 Green Belt 18,533.00 The Layout Plan of Existing Yard is attached as Annexure-I. Consultant-Ascenso Enviro Pvt. Ltd. Page 6 of 19

4. DETAIL OF BUILDING BLOCK The proposed redevelopment project involves construction / redevelopment of station building with construction of hotel, station retail and commercial office. The master plan approval for redevelopment project has been granted by Northern Railway. The copy of the approval letter is attached as Annexure-II. Approval for the redevelopment project has also been granted by Delhi Development Authority. The approval letter is attached as Annexure-III. The redevelopment project does not fall under prohibited or regulated area. The NOC for the same has been granted by Archaeological Survey of India and is attached as Annexure-IV. The height clearance from Airport Authority of India is attached as Annexure-V. The approval from DUAC is attached as Annexure-VI. The NOC from PWD is attached as Annexure-VII. The project involves cutting of trees for which the application for the permission of the same has been submitted to the North Forest Division, GNCTD. The copy of the receipt of same is attached as Annexure-VIII. 5. POPULATION DETAIL Total population of the proposed redevelopment project will be 1,64,838 as per the projection for the year 2038 which include the main passenger load per day, guests staying in hotel and staff. Breakup of the population is given in Table-4. Table-4: Calculation of Population S. No. Types No of unit / Person Per Area in sq.m. Unit Population 1. Hotel Guest Rooms 200 nos. 2 400 2. Passenger load per day Projection for year 2038 1,11,575 3. Employees Projection for year 2038 12,896 4. Greeters / Meters Projection for year 2038 23,992 5. Retail Population Projection for year 2038 9,045 6. Office Population Projection for year 2038 6,930 Total Population 1,64,838 *Source- National Building Code, 2005 Consultant-Ascenso Enviro Pvt. Ltd. Page 7 of 19

6. PARKING DETAILS Parking Requirement at Railway Station The station parking bays are calculated based on the traffic surveys and forecasts. Basement parking of area 9,766 sq.m is proposed for station. The parking bays required for the station is for 686 ECS and the proposed parking bays will be for 902 ECS. Parking Requirement for Non-Railway Development The parking requirement for the proposed non-railway development and the proposed is as given in Table-5. Table-5: Parking Propsoed for Non-Railway Development Description FAR Required Parking @ 3 ECS/100 sqm FAR Proposed Parking Parking area basement @ 32 sqm/ecs Office 69,850 2,096 3,198 1,02,336 Station Retail 91,940 2,758 2,208 70,656 Hotel 8,220 247 609 19,488 Total 5,101 6,015 192480 7. LANDSCAPE DEVELOPMENT Increasing vegetation in the form of greenbelt is one of the preferred methods to mitigate air pollution. Plants serve as a sink for pollutants, reduce the flow of dust and reduce noise pollution. The green area to be developed / maintained is 6% of the total plot area i.e. 34,000 sq.m. Table-6 indicates various planned species to be used in greenbelt development. Table-6: List of Species for Greenbelt Development S.No. Scientific Name Common Name Girth Height Spread Details 1 Azadirachta indica Neem 1-3 30-40 20 -Evergreen tree -Medicinal value -Used as periphery plantation 2. Bauhinia variegata Kachnaar 1-2 15-20 15 -Deciduous in dry seasons -Flowering plant with bright pink flowers 3. Bauhinia candida Kachnaar white 1-2 15-20 15 -Deciduous in dry seasons -Flowering plant with Consultant-Ascenso Enviro Pvt. Ltd. Page 8 of 19

white flowers 4 Cassia fistula Amaltas 1-2 20-25 15 -Deciduous in dry seasons -Summer flowering tree with yellow flowers- 5. Cassia renegera 1-2 15-25 20 -Deciduous in dry seasons -Flowering tree with pink flowers 6 Chorisia speciosa Mexican silk cotton 2-3 20-25 20 -Leafless in winters -Winter flowering tree with pink flowers 7. Anthocephal us cadamba Kadamba 6-1 10-15 15 -Fastigate tree -White-cream flowers in spring 8 Gardenia latifolia Gardenia 1-2 10-15 15 -Small tree with yellow fragrant flowers 9 Lagerstroemi a flosreginae Jarul 1-2 15-25 20 -Flowering tree -Drought tolerant tree 10 Mangifera indica Mango 2-3 20-35 20 -Evergreen tree with edible fruit. 11 Manilkara zapota Chikoo 1-2 15-20 15 -Evergreen medium sized tree with edible fruits 12 Psidium guajava Guava 1-2 15-20 20 -Medium sized tree with edible fruits. 13 Mimusops elengi Maulshri 6-1 10-15 15 -Small evergreen tree with white flowers 14 Syzygium cumini Jamun 6-1 10-15 15 -Tall tree fruit bearing -Attracts birds 15 Schleichera oleosa Kusum 2-3 20-25 25 -Kusum is a beautiful tree with a broad, shady crown, found widespread in tropical himalayas Source: Guidelines for development of greenbelt CPCB-2007 Consultant-Ascenso Enviro Pvt. Ltd. Page 9 of 19

8. WATER REQUIREMENT, SUPPLY AND DISTRIBUTION Water Requirement for the proposed project is discussed below. 8.1 Water requirement during Construction phase Water requirement during the Construction phase will be met by private water tanker or treated water from CSTP. 8.2 Water requirement during operation phase The current source of water supply for the Railway station is a Ranney well located at Mandawali, which shall also cater for the water supply for the proposed redevelopment project. The capacity of the ranney well is 7 MLD, which will be able to cater the demand for year 2025. For the demand beyond 2025, another ranney well of 5.90 MLD will be required. The total water requirement for the proposed project has been estimated to be 12 MLD. This includes potable water requirement, flushing, landscaping, requirement for washing purposes. The total fresh water requirement is 5.31 MLD. The water requirement for Flushing, washing and landscaping will be met through treated water from STP and ETP. Details of break-up of water requirement are given in Table-7. Consultant-Ascenso Enviro Pvt. Ltd. Page 10 of 19

Description Total Population / Area Table 7: Details of Water Requirement Unit Water Consumption (LPCD) Total Water Requirement (MLD) Fresh Water Requirement (MLD) Flushing Requirement (MLD) Wastewater Generation (MLD) Hotel Rooms 400 180 0.072 0.054 0.018 0.0612 Passengers 111575 15 1.673625 1.004175 0.66945 1.47279 Employees 12896 45 0.58032 0.19344 0.38688 0.541632 Greeters / Meeters 23992 5 0.11996 0.071976 0.047984 0.1055648 Retail Population 9045 45 0.407025 0.135675 0.27135 0.37989 Office Population 6930 45 0.31185 0.10395 0.2079 0.29106 Catering for 10% of total passengers 11157 45 0.502065 0.33471 0.167355 0.435123 Landscaping 34,000.00 sq.m 3 liters/sqm 0.102.. Cleaning of trains 1,144 Coaches 500 liters/coach 0.572.. 0.429 Apron Washing 23,604 sq.m 10 liters/sq.m 0.23604 0.17703 Platform Floor 86,361 sq.m 5 liters/sq.m 0.431805 0.32385375 Watering of trains on Platforms 1,144 Coaches 1350 liters/coach 1.5444 1.5444.. Rake washing of coaches of trains in washing lines 520 3600 liters/coach 1.872 1.404 Rake Water filling 1,040 1800 liters/coach 1.872 1.872.. HVAC Cooling 170 ton 10/ltrs/hr/ton 0.0408 Fire Fighting (one time) -- 1.218452 Total 11.556342 Say 12 5.314326 Say 5.31 1.768919 Say 1.76 5.62114355 Say 5.62 Consultant-Ascenso Enviro Pvt. Ltd. Page 11 of 19

8.3 Wastewater Generation The total estimated quantity of wastewater to be generated from proposed project is 5.62 MLD. Calculation of wastewater generation is shown below in Table-8. Table-8: Calculation of Wastewater Generation Details Water (MLD) Water requirement for domestic purpose 1.89 Wastewater to be generated from domestic use (@ 80% of domestic water requirement) 1.51 Water requirement for Flushing Purpose 1.76 Wastewater to be generated from Flushing (@ 100% of flushing requirement) 1.76 Wastewater to be generated from Washing 3.10 Wastewater to be generated from Washing (@ 75% of washing water requirement) 2.32 Total Wastewater generated 5.62 Water balance diagram for Non-Monsoon is given in Figure-4 and for Monsoon is given in Figure-5. Consultant-Ascenso Enviro Pvt. Ltd. Page 12 of 19

All Figures in MLD One time Requirement = 11.55 Total fresh water requirement = 5.31 0.10 Landscaping = 0.10 Fire fighting requirement (one time) = 1.21 Water refill of train coaches = 3.41 Domestic Water requirement = 1.89 Flushing water requirement = 1.76 1.76 1.23 Cleaning / Washing of platform,apron and floors = 1.23 Wastewater generation (Domestic + washing area) = 3.86 Flushing Wasteweter generation @ 100 % = 1.76 1.87 Rake washing of coaches of trains in washing lines = 1.87 Total Wastewater generation 3.86 + 1.76 = 5.62 0.04 HVAC Cooling = 0.04 One time Requirement Fresh Water Requirement Wastewater Generation STP Capacity = 5.10 ETP Capacity =1.72 Recycled water @ 90% = 5 Treated Water Zero Water Discharge Figure-4: Water Balance Diagram for Non-Monsoon Season Consultant-Ascenso Enviro Pvt. Ltd. Page 13 of 19

All Figures in MLD One time Requirement = 11.55 Total fresh water requirement = 5.31 00 Landscaping = 00 Fire fighting requirement (one time) = 1.21 Water refill of train coaches = 3.41 Domestic Water requirement = 1.89 Flushing water requirement = 1.76 1.76 1.23 Cleaning / Washing of platform,apron and floors = 1.23 Wastewater generation (Domestic + washing area) = 3.86 Flushing Wasteweter generation @ 100 % = 1.76 1.87 Rake washing of coaches of trains in washing lines = 1.87 One time Requirement Total Wastewater generation 3.86 + 1.76 = 5.62 0.04 0.10 HVAC Cooling = 0.04 Discharge to sewer = 0.10 Fresh Water Requirement STP Capacity = 5.10 ETP Capacity =1.72 Recycled water @ 90% = 5 Wastewater Generation Figure-5: Water Balance Diagram for Monsoon Season Consultant-Ascenso Enviro Pvt. Ltd. Page 14 of 19

Reuse of Treated Water: Total waste water generated is 5.62 MLD, which will be treated in the STP of capacity 5.1 MLD and waste water generated from washing the platforms, aprons, coaches will be treated in the ETP capacity of 1.72 MLD. The treated water available is 5.0 MLD (@ of 90%) and it will be recycled and re-used for flushing, washing, cooling and landscaping. During the monsoon season, as there will be no requirement of water for landscaping, the excess treated water i.e. 0.1 MLD will be discharged to sewer. The details of recycled water uses are provided in Table-9 below. Table-9 Recycled Water Uses Non-Monsoon Season Monsoon Season Treated Water 5.0 MLD 5.0 MLD Flushing 1.76 MLD 1.76 MLD Landscaping HVAC Cooling Cleaning / of platforms, aprons and floors Rake washing of coaches of trains in washing lines Discharge to sewer 0.10 MLD 0.04 1.23 MLD 1.87 MLD 0 0 0.04 1.23 MLD 1.87 MLD 0.10 MLD Wastewater Treatment Scheme The waste water generated will be treated in the Sewage Treatment Plant capacity of 5.1 MLD, and ETP of the capacity of 1.72 MLD. 9. STORM WATER DRAINAGE The existing storm water drainage network at the Anand Vihar railway station building collects the storm water and discharges to the existing nallah to the south east of the station building. The existing network which serves the station building only, comprises of a piped system of RCC hume pipes with intermediate chambers. A separate storm water drainage network apart from sewerage system is proposed in the development area for the collection and safe disposal of storm water during rainfall. The design criteria to be followed for design of Storm Water Drainage network would be broadly based on the recommendations as laid down in the CPHEEO Manual of Sewerage and Sewage Treatment, Ministry of Urban Development, Govt. of India and as per provisions laid down in the relevant I.S. and IRC codes. 10. RAINWATER HARVESTING During the monsoon months, the storm water runoff could be stored and used for coach washing. The proposed rainwater harvesting system would need to be based on environmental and sustainable concepts. Consultant-Ascenso Enviro Pvt. Ltd. Page 15 of 19

The calculation of rainwater harvesting is shown below: Roof area = 32,000 m 2 (approx.) Annual Rainfall = 800 mm Max. Hourly rainfall = 90 mm/hour = (23 mm/15 m) Runoff Coefficient = 0.8 Avg. rainwater collection per 15 minute during peak rainfall = = 32,000 x 0.8 x 0.023 = 589 m 3 /15 minutes Annual Harvesting = 32000x0.8x0.8 = 20,480 m 3 /annum The harvested rain water will be used for train washing, platform wash down and other uses that do not require potable quality water. The calculation for number of rainwater harvesting pits required is shown below: Size of each rainwater harvesting pit: Desilting Tank 6 x 3 x 2 m effective depth - 36 m 3 Recharge Pit 3 x 2.5 x 2 m effective depth - 15 m 3 Total Capacity of one set 51 m 3 The average rainwater collection per 15 minutes (the retention period): 589 m 3 The number of pits required: 589/51 = 11.54 ~ 12 pits We are proposing 5 RWH pits. 11. POWER REQUIREMENT The total electrical load demand has been estimated to be 34 MVA. 26 MVA for the commercial area and 8 MVA for station. The possible sources of power are 66 kv grid substations at Karkarduma and 220 kv substations at Mandawali. 12. SOLID WASTE GENERATION AND MANAGEMENT The project will adopt a systematic approach for solid waste collection and disposal. Solid waste generated from the project will be collected properly and will be managed as per Solid Waste Management Rule, 2016. Consultant-Ascenso Enviro Pvt. Ltd. Page 16 of 19

It is estimated that maximum solid waste generation would be about 24,725.7 kg/day, and 4 Tonne of sludge (wet basis). Following are the solid waste generation rate has been considered as given in Table-10. Table-10: Proposed Solid Waste Generation Rate S.No. Category of Solid Waste Waste Generation Rate Total Population Waste Generated 1 Commercial Refuse Total 0.1-0.2 Kg/Cap/Day 1,64,838 24,725.7 24,725.7 kg/day * Source: Manual on Municipal Solid Waste Management, published by Central Public Health and Environmental Engineering Organization (CPHEEO), Ministry of Urban Development, Government of India. The E-waste generated will be managed as per the E-waste management Rules 2016. The detailed Solid Waste Generation Management Plan is provided in Figure-6 below: Consultant-Ascenso Enviro Pvt. Ltd. Page 17 of 19

Proposed Redevelopment of Anand Vihar Railway Station, Anand Vihar, East Delhi. Figure-6: Solid Waste Management Plan 13. FIRE FIGHTING SYSTEM The Fire Fighting will be designed as per the recommendations of the National Building Code of India: Part 4 Fire and Life safety: 1997.The firefighting system has been designed considering the following codes, manual and guidelines; National Building Code of India (NBC); As per requirement of fire officer/local fire approving authorities; and As per Indian Standard Code for Fire Protectionn (IS Codes) ) 14. DETAIL OF CONSTRUCTION MATERIAL List of building materials being used at site: 1. 2. 3. 4. Coarse sand Fine sand Stone aggregate Stone for masonry work Consultant-Ascenso Enviro Pvt. Ltd. Page 18 of 19

5. Cement 6. Reinforcement steel 7. Plywood & steel shuttering 8. Pipe scaffolding (cup lock system) 9. Bricks 10. Tiles 11. P.P.V.C. conduit 12. MCBs/DBs 13. PVC overhead water tanks 14. Wastewater lines 15. S.W. sewer line up to main sewer 16. PVC rain water down take 17. Stainless steel sink in kitchen List of Machinery to be used during Construction is as follows: 1. Dumper : Shall be used for mud and material handling 2. Concrete mixer with hopper : for RCC work 3. JCB/Pock line : Shall be used for digging and earth work 4. Concrete Batching Plant : Will be used for concrete mixing 5. Road roller : For compacting the earth Consultant-Ascenso Enviro Pvt. Ltd. Page 19 of 19